Qualtest Laboratory Pty Limited

Site

Qualtest Laboratory Pty Limited

Accreditation No.

2316

Site No.

2309

Date of Accreditation

08 Feb 1988

Address

Unit 2, 40 Boyland Avenue
Coopers Plains, QLD 4108
Australia

Contact

Mr Michael Morrison P: +61 0417011515

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Particle size distribution Sieve analysis

AS 1141.11.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Casagrande one point

AS 1289.3.1.2

Plasticity index Casagrande

AS 1289.3.3.1

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

Plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105

Liquid limit Casagrande four point

AS 1289.3.1.1

Liquid limit Cone one point

MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1,  MR (Qld) Method Q142B

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2, MR (Qld) Method Q144A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1,  MR (Qld) Method Q142A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141B, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03

Density index Not applicable

AS 1289.5.6.1

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Dry density ratio Calculation

AS 1289.5.4.1

Field moisture content Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A

Compaction control Hilf

AS 1289.5.7.1

Moisture ratio Measured

AS 1289.5.4.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2,  MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1,  Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1, MR (Qld) Method Q101

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1, MR (Qld) Method Q060

Soils Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1

Not applicable Site selection by spot sampling

 MR (Qld) Method Q061

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

Not applicable Site selection - Random sampling

AS 1289.1.4.1, MR (Qld) Method Q050

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1, MR (Qld) Method Q060

The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.

Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.